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SH 58 Sharp County over Mill Creek

Map

Coordinates:
+36.18833, -91.42167
36°11'18" N, 91°25'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 58 Sharp County over Mill Creek
Structure number:000000000006654
Location:4.8M N JCT SH 354 & 58
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:140 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201498.8GoodVery GoodVery GoodVery Good-140
November 201398.8GoodVery GoodVery GoodVery Good-160
November 201198.8GoodVery GoodVery GoodVery Good-160
November 200998.8GoodVery GoodVery GoodVery Good-160
November 200798.7GoodVery GoodVery GoodVery Good-200
October 200597.1GoodVery GoodVery GoodVery Good-315

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.354354000
Deck
Reinforced Concrete Top Flangesq. ft.2,7022,702000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pier Caplinear ft.6161000
Joints
Pourable Jointlinear ft.6262000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.177177000